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Three-dimensional dynamic Green’s functions for a multilayered transversely isotropic half-space
Authors:A Khojasteh  M Rahimian  M Eskandari  RYS Pak
Institution:1. Department of Basic Engineering Science, College of Engineering, University of Tehran, P.O. Box 11155-4563, Tehran, Iran;2. School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 11155-4563, Tehran, Iran;3. Department of Civil Engineering, School of Science and Engineering, Sharif University of Technology, International Branch, Kish Island, P.O. Box 79417-76655, Kish, Iran;4. Department of Civil, Environmental and Architectural Engineering, University of Colorado, Boulder, CO 80309-0428, USA
Abstract:With the aid of a method of displacement potentials, an efficient and accurate analytical derivation of the three-dimensional dynamic Green’s functions for a transversely isotropic multilayered half-space is presented. Constituted by proper algebraic factorizations, a set of generalized transmission–reflection matrices and internal source fields that are free of any numerically unstable exponential terms are proposed for effective computations of the potential solution. Three-dimensional point-load Green’s functions for stresses and displacements are given, for the first time, in the complex-plane line-integral representations. The present formulations and solutions are analytically in exact agreement with the existing solutions given by Pak and Guzina (2002) for the isotropic case. For the numerical computation of the integrals, a robust and effective methodology which gives the necessary account of the presence of singularities including branch points and poles on the path of integration is laid out. A comparison with the existing numerical solutions for multilayered isotropic half-space is made to confirm the accuracy of the numerical solutions.
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